Function
 Check the stresses of beam elements defined as PSC Sections, in a spreadsheet table format.
 Table Tool in midas Civil offers a variety of powerful builtin functions. Refer to Usage of Table Tool for detail directions:
Call
From the main menu, select [Results] tab > [Type : Analysis result] > [Table] group > [Result Tables] > [Beam] > [Stress(PSC)]
Input
Beam Stress(PSC) results table
Refer to "Beam Stresses (PSC)"
Refer to Results Table of "Usage of Table Tool" for the usage of Records Activation Dialog.
Beam Stress(PSC) tab : The results are the same as those from Result>Stress>Beam Stress (PSC). The results for load cases/combinations such as moving load, support settlement, time history, Envelope, etc. are displayed as Max/Min load cases/combinations. However, the maximum and minimum values displayed for each component are not the concurrent stresses.
Principal Stress : The results displayed under Max/Min are the concurrent stresses when the principal stress attains the maximum/minimum value (SigPs Max/SigPs Min) in case of a moving load, support settlement, time history, Envelope load case or combination.
Normal Stress : The results displayed under Max/Min are concurrent stresses when the normal stress (sum of axial stresses in the ECS xdirection) attains the maximum/minimum value in case of a moving load, support settlement, time history, Envelope load case or combination.
Elem : Element number
Load : Load case/combination name
Stage : Stage for which stresses are produced
Step : Step of the stage for which stresses are produced
Part : Locations at which element internal forces are produced
Section Position : Position for which inclined stresses are produced (6 positions)
Sigxx (Axial) : Axial stress due to the axial force (Fx) in the ECS xdirection
Sigxx (Momenty) : Stress due to My (moment about the ECS yaxis) in ECS xdirection
Sigxx (Momentz) : Stress due to Mz (moment about the ECS zaxis) in ECS xdirection
Sigxx (Bar) : Axial stress due to shear steel bars in the ECS xdirection
Sigxx (Summation) : Sum of the axial stress in the ECS xdirection and the axial stress due to shear steel bars in the ECS xdirection
Sigxz(shear) : Sum of shear stresses due to shear force and shear steel bars
Sigxz(torsion) : Shear stress due to torsion
Sigxz(bar) : Shear stress due to shear steel bars
For shear stress calculations, shear thickness at the corresponding checking location of the PSC section is used. If no value is entered, the thickness will be automatically calculated.
SigIs(shear) : Diagonal stress due to shear force
SigIs(shear+torsion) : Diagonal stress due to torsion and shear force
SigPs(Max) : Maximum principal stress
SigPs(Min) : Minimum principal stress
Each stress component is calculated as follows:
SigIs (shear+torsion)  
SigIs (shear)  
Axial stress at a stress check position in ECS xdirection 

Axial stress due to shear steel bars in ECS xdirection 

Axial stress due to shear steel bars in ECS zdirection 

(Sigxx) 
Sum of axial stresses in ECS xdirection 

(Sigzz) 
Sum of axial stresses in ECS zdirection 

Sigxz (shear) 
Sum of shear stresses due to shear force and shear steel bars 

Shear stress due to shear force 

Shear stress due to shear steel bars 

Sigxz(torsion) 
Shear stress due to torsion 